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(N) DETACHED ADU
311 W 10TH ST. UNIT #2, SANTA ANA, CA 92701
VICINITY MAPPROJECT TEAM
ARCHITECT:
DESIGN GROUP BEAU, INC.
440 SHATTO PL., SUITE #415
LOS ANGELES, CA 90020
TEL. 213-388-6642
FAX. 213-386-6643
STRUCTURE:
PNP ENGINEERING, INC.
17671 IRVINE BLVD., SUITE 113
TUSTIN, CA, 92780
TEL. 949-351-5020
NEAREST BUS STOP
PATH OF TRAVEL = 0.18 MI
PROJECT SITE
CLIENT / OWNER:
YCU LLC
318 W 4TH ST.
SANTA ANA, CA 92701
TEL. 714-907-2207
EMAIL: WONPLUSCORP@YAHOO.COM
CIVIL:
PACIFIC GEOTECH, INC.
1424 ROLLING HILLS DR.
LOS ANGELES, CA, 91745
TEL. 626-675-1254
EMAIL: INFO@PGISOIL.COM
T-24:
AMERICAN ENGINEERS.
111 E 220th ST., SUITE #E
CARSON, CA, 90745
TEL. 310-760-6020
Bldg #101121257
APPROVALS:
PLNG - C. Santana
BLDG - CSG
POLICE - B. Martin
PUBLIC WORKS - Y. Soto
311 W Tenth St Unit
#22/26/2025
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311 W 10TH ST. UNIT #2
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12/16/2024 2:54:14
PM
G1.00
GENERAL NOTES
1. ALL WORK PERFORMED BY THE CONTRACTOR SHALL CONFORM TO THE
REQUIREMENTS OF MUNICIPAL, LOCAL OR FEDERAL AND STATE LAWS AS WELL
AS ANY OTHER GOVERNING REQUIREMENTS, WHETHER OR NOT SPECIFIED ON THE
DRAWINGS.
2. WHERE THE CONTRACTOR NORES OR DRAWINGS CALL FOR ANY WORK OF A
MORE STRINGENT NATURE THAN THAT REQUIRED BY THE BUILDING CODE OR
ANY OTHER DEPARTMENT HAVING JURISDICTION OVER THE WORK, THE WORK OF
THE MOST STRINGENT NATURE CALLED FOR BY THE CONTRACT, CONSTRUCTION
NOTES, OR DRAWINGS SHALL BE FINISHED IN ALL CASES.
3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LEGALLY REQUIRED
APPROVALS AND PERMITS NECESSARY FOR THE EXECUTION AND COMPLETION OF
HIS WORK. FORWARD COPIES OF EXECUTED PERMITS TO ARCHITECT.
4. ALL DRAWINGS AND ALL CONSTRUCTION NOTES ARE COMPLEMENTARY, AND
WHAT IS CALLED FOR BY EITHER WILL BE BINDING AS IF CALLED FOR BY ALL.
ANY WORK SHOWN OR REFERRED TO ON ANY ONE SET OF SRAWINGS SHALL BE
PROVIDED AS THOUGH SHOWN ON ALL RELATED DRAWINGS.
5. THE CONTRACTOR IS WHOLLY RESPONSIBLE FOR THE COORDINATION AND
SCHEDULING OF THE WORK FOR ALL SUBCONTRACTORS, CRAFTSMEN, AND
TRADESMEN REQUIRED TO COMPLETE THE JOB.
6. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF HE CANNOT
COMPLY WITH ALL REQUIREMENTS CALLED FOR ON THESE DRAWINGS.
7. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATRLY OF ANY
DISCREPANCIES OR OMISSIONS BETWEEN THE DRAWINGS, THESE NOTES, AND
FIELD CONDITIONS, AND REQUEST CLARIFICATION BEFORE COMMENCING ANY
WORK.
8. EACH CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND
CONDITIONS AT JOB SITE RELATING TO THE WORK OF EACH TRADE. NO
ALLOWANCE SHALL BE MADE FOR ANY EXTRA EXPENSE OR ESTENSION OF TIME
DUE TO CONTRACTOR'S FAILURE OR NEGLIGENCE IN COMPLETELY EXAMINING THE
JOBSITE.
9. ALL CONTRACTORS SHALL CONTACT BUILDING MANAGEMENT TO DETERMINE
THE BUILDING OWNER'S RULES FOR CONSTRUCTION, DELIVERIES, CONSTRUCTION
TASKS TO BE PREFORMED OUTSIDE REGULAR BUSINESS HOURS ONLY, AND ANY
OTHER SPECIAL BUILDING REQUIREMENTS WHISH WILL AFFECT THE WORK. IF
OVERTIME WORK IS REQUIRED BY ANY TRADE, APPROVAL (INCLUDING COST
APPROVAL) MUST BE OBTAINED PRIOR TO THE EXRCUTION OF ANY WORK. THE
GENERAL INTENT IS THAT ALL WORK EXCEPT FOR NOISE-GENERATING
CONSTRUCTION SHALL BE PERFORMED ON REGULAR TIME.
10. THE GENERAL CONTRACTOR, SUBCONTRACTORS, AND ANY OTHER
CONTRACTOR INVOLVED IN THIS PROJECT SHALL TAKE NOTE THAT ANY COSTS
DUE TO DEFFECTIVE AND/OR ILL-TIMED WORK AS A RESULT OF, BUT NOT
LIMITED TO, INFERIOR WORKMANSHIP OR MATERIALS AND/OR IMPROPER
SCHEDULING OR DELINQUENT ORDERING, SHALL BE BORNE BY THE PARTY
RESPONSIBLE.
11. THE GENERAL CONTRACTOR SHALL REMOVE ALL, RUBBISH AND WASTE
MATERIALS FROM HIS OWN AND HIS SUBCONTRACTORS' WORK, CARPET AND
TELECOMS INSTALLATION, ETC., AND PROVIDE FOR IT'S REMOVAL FROM THE
JOBSITE.
12. THE CONTRACTOR SHALL EXERCISE STRICT DUST CONTAINMENT CONTROL TO
PREVENT DIRT OR DUST FROM LEAVING THE JOBSITE.
13. THE CONTRACTOR SHALL PROVIDE PROTECTION DURING SITE WORK,
DEMOLITION, AND CONSTRUCTION. THE CONTRACTOR SHALL PROTECT ALL
AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. ANY
DAMAGE TO NEW AND EXISTING CONSTRUCTION, STRUCTURE, OR EQUIPMENT
SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER, AT
THE EXPENSE OF THE CONTRACTOR.
14. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION FOR HIS
WORK UNTIL COMPLETION OF CONTRACTED WORK.
15. THESE DRAWINGS, NOTES, AND SCHEDULES CONVEY THE DESIGN INTENT.
THE HIGHEST POSSIBLE QUALITY OF WORKMANSHIP, MATERIAL, AND EQUIPMENT
SHALL BE USED.
16. THE CONTRACTOR SHALL MAINTAIN ALL CURRENT AND COMPLETE SET OF
CONSTRUCTION DRAWINGS ON SITE DURING ALL CONSTRUCTION PHASES FOR THE
USE OF ALL TRADES. THE CONTRACTOR SHALL SEE THAT ALL SUBCONTRACTOR
RECEIVE COMPLETE SETS OF CONSTRUCTION DRAWINGS, OR ASSUME FULL
RESPONSIBILITY FOR COORDINATION OF WORK WHEN COMPLETE SETS ARE NOT
AVAILABLE TO SUBCONTRACTORS.
17. ALL EXISTING MANUFACTURED ITEMS NOT BEING REMOVED SHALL BE
REFURBISHED AS REQUIRED. ANY LOOSE ITEMS TIGHTED (INCLUDING, BUT
LIMITED TO, EXIT SIGNS, DOWNLIGHTS, SPEAKERS, MOLDINGS, ETC.), AND ANY
MISSING PARTS REPLACED BY THE CONTRACTOR TO ACHIEVE A COMPLETE
INSTALLATION WITH A NEW APPEARANCE.
18. ALL REQUIRED EXITS, WAYS OF APPROACH THERETO, AND WAYS OF TRAVEL
FROM THE EXIT INTO THE STREET SHALL CONTINUOUSLY BE MAINTAINED FREE
FROM ALL OBSTRUCTIONS AND IMPEDIMENTS FOR EGRESS IN CASE OF FIRE OR
OTHER EMERGENCY.
19. DURING THE ENTIRE PERIOD OF DEMOLITION AND CONSTRUCTION, ALL
EXISTING EXIT SIGNS, EXIT LIGHTING, FIRW PROTECTION DEVICES AND ALARMS
SHALL BE CONTINUOUSLY MAINTAINED.
20. INSURANCE AND BONDING FOR THE PROJECT SHALL BE AS DIRECTED BY
AND TO THE SATISFACTION OF THE OWNER.
21. THE CONTRACTOR SHALL VERIFY SIZE, LOCATION, ELECTRICAL
REQUIREMENTS, AND SHARACTERISTICS OF ALL WORK AND/OR EQUIMENT
SUPPLIED BY THE OWNER OR OTHERS PRIOR TO THE START OF RELATED WORK
WITH THE MANUFACTURER OF SUPPLIER.
22. CONTRACT CLOSE-OUT SHALL OCCUR ONLY AFTER THE ARCHITECT HAS
PREFARED THE CERTIFICATE OF SUBSTANTIAL COMPLETION AND PUNCH LIST,
AND PUNCH LIST ITEMS HAVE BEEN CORRECTED. THE CONTRACTOR SHALL
SUBMIT MAINTENANCE AND WARRANTY MANUALS, RELEASE OF LIENS, AND
RECORD DRAWINGS TO THE ARCHITECT WITH HIS FINAL APPLICATION FOR
PAYMENT. THE ARCHITECT SHALL REVIEW ANY CHANGE ORDERS REQUIRED TO
FINALIZE THE COST OF THE PROJECT BASED ON THE COONTRACTOR'S FINAL
SUBMITTALS.
23. MANUFACTURER'S NAME, TRADEMARK, LOGOS, ETC., SHALL NOT BE VISIBLE
TO THE PUBLIC.
24. THE TENANT, WITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA
WORK OR MAKE CHANGES BY ALTERING, ADDING TO, OR DEDUCTING FROM THE
WORK. THE CONTRACT SUM AND CLAIMS FOR EXTENTION OF TIME SHALL BE
ADJUSTED ACCORDINGLY. SUCH WORK SHALL BE OTHERWISE EXECUTED UNDER
THE CONDITIONS OF THE ORIGINAL CONTRACT.
25. ALL "EXISTING TO REMAIN", "EXISTING TO BE RELOCATED", AND/OR NEW
ITEMS INSTALLED BY THE CONTRACTOR, IN ADDITION TO BEING AMPLY
PROTECTED THROUGHOUT THE PERIOD OF CONSTRUCTION, SHALL BE
THROUGHOUT CLEANED TO THE SATISFACTION OF THE ARCHITECT PRIOR TO
26. THE CONTRACTOR AGREES TO PAY ALL TRANSPORTATION CHARGES ON ALL
MATERIAL AND EQUIPMENT TO THE POINT OF USE AND SHALL BE RESPONSIBLE
FOR ALL UNLOADING, CHECKING, AND STORING OF SAME IN CONNECTION WITH
THIS CONTRACT.
27. IF THE CONTRACTOR CLAIMS THAT ANY REVISION TO THE DRAWINGS
INVOLVES EXTRA COST UNDER THIS CONTRACT, HE SHALL GIVE WRITTEN NOTICE
TO THE ARCHITECT WITHIN 15 DAYS AFTER RECEIPT OF SUCH INSTRUCTIONS
AND IN ANY EVENT, BEFORE PROCEEDING TO EXECUTE THE WORK. THE
PROCEDURE SHALL THEN BE AS PROVIDED FOR IN THE AGREEMENT UNDER
"CHANGES IN THE WORK". NO SUCH CLAIMS SHALL BE VALID UNLESS SO
MADE. UNLESS OTHERWISE AGREED, NO PAYMENT ON SUCH BILLS WILL BE
MADE UNTIL FINAL SETTLEMENT.
28. ALL CLAIMS FOR ADDITIONAL WORK WILL BE SUBMITTED IN WRITING FOR
REVIEW BY THE ARCHTECT AND SHALL INCLUDE A COMPLETE DESCRIPTION OF
THE WORK, MATERIALS USED, ROOM NUMBER OF THE AREA OF WORK, AND
AUTHORIZATION UNDER WHICH THE WORK IS BEING PERFORMED. TOTAL COST
OF THE WORK, INCLUDING THE CONTRACTIR'S MARK-UP SHALL BE INCLUDED IN
THE SUBMITTAL.
29. THE CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION SCHEDULE TO
THE OWNER INDICATING PHASING OF WORK FROM START TO FINISH OF THE
PROJECT.
30. ALL DIMENSIONS ARE FROM FACE OF STUD OR FACE OF MASONRY U.N.O.
31. ALL WORK LISTED, SHOWN, OR IMPLIED ON ANY CONSTRUCTION DOCUMENT
SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR U.N.O.
32. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD
OF ONE YEAR FROM THE ACCEPTANCE OF THE PROJECT BY THE OWNER, U.N.O.
33. THE CONTRACTOR SHALL PROVIDE BLOCKING, BACKING, FRAMING HANGERS,
OR OTHER SUPPORT FOR ALL FIXTURES, EQUIPMENT, AND ALL OTHER ITEMS AS
REQUIRED.
34. MAXIMUM ROOM OCCUPANT LOAD SIGNS SHALL BE FURNISHED AND
INSTALLED AS REQUIRED BY THE UNIFORM BUILDING CODE.
35. DOOR OPENINGS IN GYPSUM BOARD PARTITIONS NOT DIMENSIONED ARE TO
BE LOCATED IN CENTER OF ROOM OR WITHIN 4" OF ADJOINING PARTITION.
36. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE
CONSIDERED CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS
REGARDING THEIR DEFINITION, THE ARCHITRCT SHALL BE NOTIFIED FOR
CLARIFICATION.
37. ALL ITEMS ARE NEW UNLESS NOTED OTHERWISE.
38. CONTRACTOR SHALL ENSURE THAT INSTALLATION METHODS CONFORM TO
ALL BUILDING CIDE REQUIREMENTS. THE MATERIALS SPECIFIED ARE INTENDED
TO MEET CODE REQUIREMENTS. ANY DISCREPANCY BETWEEN THE
CONSTRUCTION DOCUMENTS AND CODE REQUIREMENTS SHALL BE BROUGHT TO
THE ATTENTION OF THE ARCHITECT IMMEDIATELY BY THE CONTACTOR, AND
PROPR TO PERFORMANCE OF SPECIFIED WORK.
40. NO SUBSTITUTIONS OF SPECIFIED MATERIALS SHALL BE PERMITTED WITHOUT
FIRST SUBMITTING SPECIFICATIONS, SAMPLES, AND COST IMPACT FOR
ARCHITECT'S APPROVAL.
41. AT THE TIME OF BOD SUBMITTAL, THE CONTRACTOR SHALL ADVISE
ARCHITECT, IN WRITING, OF ANY SPECIFIED MATERIALS OR EQUIPMENT WHICH
ARE EITHER UNAVAILABLE OR WILL CAUSE A DELAY IN THE COMPLETION OF
CONSTRUCTION.
42. THE CONTRACTOR SHALL ENSURE THAT NEW CONSTRUCTION WILL NOT
INTERFERE WITH DISABLED ACCESS.
43. FOR NEW BUILDINGS AND ADDITIONS, ALTERATIONS, AND REPAIRS WITHIN
ANY TWELVE-MONTH PERIOD EXCEED FIFTY (50 %) PERCENT OF THE VALUE OF ANY
EXISTING BUILDING OR STRUCTURE, EACH BUILDING OR STRUCTURE SHALL BE MADE
TO CONFORM TO THE REQUIREMENTS FOR NEW BUILDINGS OR STRUCTURES AND
COMPLY WITH THE BUILDING SECURITY REGULATIONS. SANTA ANA MUNICIPAL CODE
CHAPTER 8, DIVISION 3.
44.THE ADU SF / SFD SF RATIO IS FOR PARK & REC FEE PURPOSE ONLY.THE
APPLICANT IS RESPONSIBLE FOR THE GIVEN “SFR SF”OF THE EXISTING PRIMARY
RESIDENCE;BUILDING SAFETY STAFF ARE NOT RESPONSIBLE FOR THE ACCURACY OF
THE GIVEN “SFR SF”OF THE EXISTING RESIDENCE.
POWER & SIGNAL REQUIREMENTS
1. THE CONTRACTOR SHALL FINISH AND INSTALL ALL LIGHT FIXTURES AND
ELECTRICAL WORK AS SHOWN IN DRAWINGS AND NOTES.
2. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH MANUFACTURERS'
SPECIFICATIONS AND REQUIREMENTS.
3. THE WORK SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE
REQUIREMENTS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS, PUBLIC
UTLITIES COMPANY, OWNER'S TELEPHONE COMPANY, AND ANY OTHER
AUTHORITIES HAVING JURISDICTION.
4. ALL MATERIALS REQUIRED SHALL CONFORM TO THE STANDARDS OF
UNDERWRITERS' LABORATORIES, INC. IN EVERY CASE WHERE SUCH A STANDARD
HAS BEEN ESTABLISHED, U.N.O.
5. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND
UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES
(POWER POLES, PULL BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS,
APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION
SHALL NOT BE WITHIN TEN FEET OF NAY POWER LINES-WHETHER OR NOT THE LINES
ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION
DELAY AND/OR ADDITIONAL EXPENSES.
6. AN APPROVED SEISMIC GAS SHUTTOFF VALVE WILL BE INSTALLED ON THE FUEL
GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND RIGIDLY
CONNECTED
TO THE EXTERIOR OF THE PUBLIC STRUCTURE CONTAINING THE FUEL GAS PIPING.
(PER ORDINANCE 170,158) (INCLUDES COMMERCIAL ADDITIONS AND TI WORK OVER
$10,000.)
SEPARATE PLUMBING PERMIT IS REQUIRED.
311 W 10TH ST. UNIT #2 (ADU)
SHEET INDEX
Sheet Number Sheet Name
COVER SHEET
G0.00 COVER SHEET
GENERAL IMFORTATION
G1.00 GENERAL NOTES, PROJECT DATA
G1.01 EXISTING EASEMENT & SITE PHOTO
G2.01 TITLE 24 FORMS 1 OF 3
G2.02 TITLE 24 FORMS 2 OF 3
G2.03 CALGREEN CHECKLIST
G2.04 GRADING PERMIT EXEMPTION CHECKLIST
ARCHITECTURE
A1.01 SITE PLAN WITH ASSIGNED ADDRESSES
A1.02 DRAINAGE PLAN WITH ASSIGNED ADDRESSES
A1.03 (N) UTILITY PLAN & PATH OF TRAVEL
A2.01 (E) & (N) FLOOR PLAN
A2.02 (E) & (N) ROOF PLAN
A3.01 (E) BUILDING ELEVATIONS
A3.02 (N) BUILDING ELEVATIONS
A4.01 BUILDING SECTIONS
A5.01 REFLECTED CEILING PLAN
A6.01 DOOR, WINDOW & FINISH SCHEDULE
A6.02 MATERIAL BOARD
A9.01 TYPICAL DETAILS
A9.03 OMIT
STRUCTURE
S1.0 NOTE
S2.0 NEW ROOF FRAMING PLA, (N) FOUNDATION PLAN, AND DETAILS
S3.0 CONSTRUCTION DETAILS
S4.0 SHEARWALL SCHEDULE & CONSTRUCTION DETAILS
PROJECT SHEET INDEX
• PROJECT ADDRESS : 311 W 10TH ST. SANTA ANA, CA 92701
• LEGAL DESCRIPTION APN : 398-552-10
TRACT : N/A
BLOCK GROUP : 2
LOT : 12
• PROJECT SITE AREA : 4,103 SQ.FT.
• ZONE : SP3 (MIDTOWN SPECIFIC PLAN) W/ EXISTING RESIDENTAIL BUILDING ON SITE
• HISTORIC STATUS : NONE
• FEMA DESIGNATED FLOOD ZONE : NONE
• FIRE SPRINKLERED (E) SFD & (N) ADU : N/A
THE APPLICABLE CODES AR THE CURRENT VERSION OF THE
CALIFORNIA BUILDING STANDARDS CODE TITLE 24, THIS INCLUDES BUT
IS NOT LIMITED TO THE FOLLOWING PARTS:
• 2022 CALIFORNIA BUILDING CODE (CBC)
• 2022 CALIFORNIA FIRE CODE
• 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
(CAL GREEN CODE)
• 2022 CALIFORNIA ELECTRICAL CODE (CEC)
• 2022 CALIFORNIA MECHANICAL CODE (CMC)
• 2022 CALIFORNIA PLUMBING CODE (CPC)
• 2022 CALIFORNIA ENERGY CODE
• 2024 CITY OF SANTA ANA MUNICIPAL CODE
LEGAL DESCRIPTION
SCOPE OF WORK
• NEW CONSTRUCTION OF 1-STORY, 800 SQ.FT. DETACHED ACCESSORY DWELLING UNIT (ADU), CONSISTING OF
THREE BEDROOM(S) AND TWO BATHROOM(S).
• REMOVE (E) WINDOW AWNING, (E) WINDOW MOUNTED AIR CONDENSOR UNIT FROM (E) PRIMARY RESIDENCE TO MEET CURRENT BUILDING CODE.
SEE SHEET A1.01 FOR DETAILS.
PROJECT SITE ANALYSIS/ PLOT PLAN
PROJECT BUILDING SUMMARY
• CONSTRUCTION TYPE : TYPE V-B,
NON-SPRINKLERED
• OCUPANCY TYPE : R-3
• OCCUPANCY LOAD : 4
• PROPOSED BUILDING HEIGHT : 13' -0"
• NO OF STORY : 1-STORY
APPLICABLE CODES
EXISTING SITE ANALYSIS
• PROJECT SITE AREA : 4,103 SQ.FT.
• (E) PRIMARY SINGLE FAMILY HOUSE AREA : 1,127 SQ.FT.
• (E) LOT COVERAGE : 27.5%
PROPOSED SITE ANALYSIS
• PROJECT SITE AREA : 4,103 SQ.FT.
• (E) PRIMARY SINGLE FAMILY HOUSE AREA : 1,127 SQ.FT.
• (N) DETACHED ADU AREA : 800 SQ.FT.
• (N) LOT COVERAGE : 47 %
• SF RATIO OF (N) ADU / (E) SFD : ± 0.71
PROJECT PARKING ANALYSIS
• REQUIRED "NO. OF PARKING" FOR (N)ADU : NONE
** PROJECT SITE IS LOCATED WITHIN
ONE-HALF (1/2) MILE WALKING DISTANCE
OF PUBLIC TRANSIT.**
• PROVIDED "NO. OF PARKING" FOR (N) ADU : NONE
PROJECT OPEN-SPACE ANALYSIS
• REQUIRED "OPEN SPACE" FOR (N) ADU : NONE
• PROVIDED "OPEN SPACE" FOR (N) ADU : NONE
SEPARATION FROM PRIMARY BUILDING TO (N)ADU
• REQUIRED "SEPARATION": 5'-0"
• PROVIDED "SEPARATION": ± 10'-8"REF. N
311 W Tenth St Unit
#22/26/2025
W
/
D
311 W 10TH ST.
SANTA ANA, CA, 92701
(E) SFD
(1,127 SQ.FT.)
±
4
4
'
-
3
1
/
4
"
(
V
I
F
)
W 10TH ST.
CL
311 W 10TH ST. UNIT #2
SANTA, CA, 92701
(N) ADU
(800 SQ.FT.)
± 27' - 1" (VIF)
±
4
8
'
-
9
1
/
4
"
(
V
I
F
)
±
5
1
'
-
3
1
/
4
"
(
V
I
F
)
(E) NEIGHBORING
BUILDING
(NOT UNDER THIS PERMIT)
P.
L
P.L
P.
L
(N) PERMEABLE
CONCRETE BLOCK PAVING
±
1
0
0
'
-
0
1
/
2
"
(
V
I
F
)
(N) CONCRETE PAVING
(E) CONCRETE
CURB
DRIVE WAY
(E) PERVIOUS PAVING
TO REMAIN
(E
)
L
A
N
D
S
C
A
P
E
A
R
E
A
(E
)
L
A
N
D
S
C
A
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A
R
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)
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O
N
C
R
E
T
E
P
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V
I
N
G
(E) CONCRETE CURB
UP
UP
UP
4' - 0"
5'
-
0
"
4' - 3"
10
'
-
8
"
127.67127.58
126.55 127.29
127.86
126.03
126.64
48
'
-
9
1
/
4
"
(E
)
R
O
O
F
L
I
N
E
127.00
6' - 3"
5'
-
4
"
7
7
6
5
7
18
17' - 7 3/4"
3' - 3"
3' - 0"
3'
-
1
0
"
6
9
5'
-
4
"
5
'
-
4
"
(E) ROOF LINE
(E) ROOF LINE
(E
)
R
O
O
F
L
I
N
E
(N
)
R
O
O
F
L
I
N
E
(N
)
R
O
O
F
L
I
N
E
± 12" (V.I.F)
± 12" (V.I.F)±
1
2
"
(
V
.
I
.
F
)
±
1
2
"
(
V
.
I
.
F
)
5' - 11 1/4"
DRIVE WAY
REMOVE (E) CONCRETE PAVING
TO RECEIVE NEW WORK.
(E) PERVIOUS PAVING
TO REMAIN
51
'
-
3
1
/
4
"
4
8
'
-
9
1
/
4
"
W 10TH ST.
CL
(E) NEIGHBORING
BUILDING
(NOT UNDER THIS PERMIT)
P.L
P.L
P.
L
P.L
2'
-
7
"
311 W 10TH ST.
SANTA ANA, CA, 92701
(E) SFD
(1,127 SQ.FT.)
± 29' - 3 1/4" (VIF)
± 2' - 2 1/4" (VIF)
± 27' - 1" (VIF)
±
5
5
'
-
4
1
/
4
"
(
V
I
F
)
±
4
4
'
-
8
1
/
4
"
(
V
I
F
)
±
1
0
0
'
-
0
1
/
2
"
(
V
I
F
)
(E) CONCRETE
CURB
(E) CONCRETE CURB
1
(E
)
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N
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)
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2
3
4
3
5
3
6
(E) ROOF LINE
PROPERTY LINE
SITE PLAN LEGEND
IMAGINARY PROPERTY LINE BETWEEN
(N) ADU & (E) SFD
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:
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F
A
X
:
2
1
3
)
3
8
8
-
6
6
4
3
DRAWN
DATE
SCALE:
PROJECT NO.
PR
O
J
E
C
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AR
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I
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.
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1
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1
As indicated
12/16/2024 2:54:18
PM
A1.01
1/8" = 1'-0"
(N) SITE PLAN WITH ASSIGNED ADDRESSES 2 1/8" = 1'-0"
(E) SITE PLAN 1
REF. NREF. N
NOTE**
A. THE APPLICANT/ PROPERTY OWNER SHALL BE RESPONSIBLE FOR
CONFIRMING ALL EXISTING UTILITY EASEMENT AND / OR CLEARANCE ON-
SITE THAT MAY AFFECT THE PROJECT.1
B. ALL SERVICES SUPPLYING DWELLING UNITS SHALL BE PROVIDED WITH
TYPE 1 OR TYPE 2 SURGE-PROTECTIVE DEVICE (SPD).
1 PLEASE SEE G1.01 FOR SCE EASEMENT DETAILS.
KEYNOTE
KEY VALUE KEYNOTE TEXT
1 (E) POWER POLE
2 (E) DRIVEWAY METAL GATE
3 (E) AIR CONDENSER UNIT TO BE REMOVED
4 (E) WINDOW AWNING TO BE REMOVED
5 (E) METAL FENCE (HT: 2'-7")
6 (N) 100 AMP ELECTRICAL PANEL.**
7 (E) WINDOW AWNING
8 (N) AIR CONDENSER UNIT
9 (N) OUTDOOR UNIT FOR MINI-SPLIT SYSTEM. (NOT
VISIBLE FROM PUBLIC RIGHT OF WAY.)
311 W Tenth St Unit
#22/26/2025
W
/
D
: WINDOW SYMBOL.
*SEE A6.01 FOR WINDOW SCHEDULE
: WALL TYPES.
*SEE A9.01 FOR WALL DETAIL.
PLAN LEGEND:
W#
W#
XXX : DOOR SYMBOL.
*SEE A6.01 FOR DOOR SCHEDULE
: COMMON AREA
WALL TYPE LEGEND:
: EXTERIOR WALL W1
W2
: INTERIOR WALL; 2X4 WD.STUD.W3
: INTERIOR PLUMBING WALL
W1*: EXTERIOR WALL F.R 1HR
SEE SHT A9.01 / #5 FOR DETAIL
A
B
1 2
13
'
-
6
"
2
6
'
-
7
"
5
'
-
0
"
2'
-
9
3
/
4
"
5
'
-
1
"
2
'
-
0
"
3
'
-
1
"
6
"
4
'
-
7
1
/
2
"
2
'
-
6
"
2
'
-
1
1
1
/
2
"
3
'
-
6
"
2
'
-
8
1
/
4
"
5
'
-
0
"
3
'
-
3
3
/
4
"
2
'
-
0
"
EQ
E
Q
2' - 10"4' - 4 1/2"
EQ
E
Q
EQ
E
Q
EQ
E
Q
1' - 6"
4' - 3" 7' - 7 1/4" 5' - 8 1/2" 7' - 8 3/4" 4' - 0"
9'
-
6
"
2
'
-
6
3
/
4
"
5
'
-
4
3
/
4
"
1
1
'
-
5
1
/
4
"
8
'
-
2
"
3
'
-
0
1
/
2
"
7' - 1 1/4"
2'
-
2
"
2'
-
6
"
2' - 2"5' - 0"4' - 8 1/4"5' - 0"2' - 2"
5' - 9"3' - 0"
8' - 7 1/4"
11
'
-
5
"
5
'
-
4
3
/
4
"
2' - 2" 1' - 6" 2' - 0 1/2"
A3.02
4
A3.02
3
A3.02
2
A3.02
1
8'
-
6
3
/
4
"
11
'
-
0
1
/
2
"
2
A4.01
1
A4.01
D01
D03
D02
D04
D08
D0
6
D05
D07
D10
W8
W9 W1
W2
W3
W4
W5
W6
4' - 0" 19' - 0 1/4"
D09
W7
D11
COMMON AREA
350 SQ.SF
1'
-
3
3
/
4
"
2'
-
6
1
/
2
"
W1
W1*
W1*
W1*
W1*
P.L.
P.L.P.L.
P.
L
.
29' - 3 1/4"
1
2
W/H
A4.01 4
5
3
A2.01
6
7
3
/
4
"
M
A
X
.
SE
E
N
O
T
E
S
*
*
EGRESS WINDOW
EGRESS WINDOW
EGRESS WINDOW
1
A9.01
BR #2
WC #2
BR #3
LIVING ROOM
KITCHEN
DINING ROOM
WC #1
BR #1
W/D
NO GAS HOOK UP AT STOVE
(N) ELECTRICAL PANEL (100A)
2'
-
5
"
2' - 5"
SPACE FOR FUTURE INSTALLATION
OF A HEAT PUMP WATER HEATER
2' - 5" (W) x 2' - 5" (D) X 7' - 0" (H)
SEE NOTES** FOR DETAIL.
KITCHEN
EXHAUST VENT
SYSTEM ABOVE
1 1/2" MAX.
SEE NOTES**
BR#2
BR#1
LIVING
DINING
BATH#1
CLOSET
BATH#2
KITCHEN UTILITY
(E) WASHER & DRYER
(E) WINDOW
WINDOW TYPE: HUNG
(E) WINDOW
WINDOW TYPE: DOUBLE CASEMENT
(E) WINDOW
WINDOW TYPE: SLIDING
(E) WINDOW
WINDOW TYPE: HUNG
(E) WINDOWS
WINDOW TYPE: FIXED
(E) WINDOWS
WINDOW TYPE: FIXED
(E) WINDOW
WINDOW TYPE: HUNG
(E) WINDOW
WINDOW TYPE: HUNG
(E) WINDOW
WINDOW TYPE: HUNG
12' - 9 1/4"13' - 8"
13' - 5"11' - 9"
26' - 5 1/4"
13
'
-
3
"
8'
-
8
"
10
'
-
9
"
8'
-
1
0
"
13
'
-
6
"
22
'
-
2
3
/
4
"
9'
-
1
0
"
10
'
-
9
"
3
4
4
4
5
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As indicated
12/16/2024 2:54:21
PM
A2.01
1/4" = 1'-0"
(N) ADU FLOOR PLAN 1
REF. N
1/4" = 1'-0"
(E) PRIMARY UNIT FLOOR PLAN (REFERENCE ONLY) 2
REF. N
KEYNOTE
KEY VALUE KEYNOTE TEXT
1 (N) WATER HEATER ABOVE CEILING
2 (N) AIR CONDENSER UNIT
3 (E) ELECTRICAL PANEL
4 (E) AIR CONDENSER UNIT TO BE REMOVED
5 (E) WINDOW AWNING TO BE REMOVED
(N) ADU WINDOW SCHEDULE
MARK TYPE MARK WIDTH HEIGHT U FACTOR SHGC MATERIALS EGRESS
W1 A 5' - 0" 4' - 0" 0.3 0.23 TEMPERED GLASS ✔
W2 B 1' - 6" 2' - 0" 0.3 0.23 TEMPERED GLASS
W3 A 5' - 0" 4' - 0" 0.3 0.23 TEMPERED GLASS
W4 A 5' - 0" 4' - 0" 0.3 0.23 TEMPERED GLASS ✔
W5 B 1' - 6" 2' - 0" 0.3 0.23 TEMPERED GLASS
W6 A 5' - 0" 4' - 0" 0.3 0.23 TEMPERED GLASS ✔
W7 C 2' - 6" 3' - 6" 0.3 0.23 TEMPERED GLASS
W8 A 5' - 0" 4' - 0" 0.3 0.23 TEMPERED GLASS
W9 A 5' - 0" 4' - 0" 0.3 0.23 TEMPERED GLASS
NOTES**
A. ALL WINDOWS SHALL BE USED WITH TEMPERED GLASS.
B. NO GAS HOOK UP AT STOVE. (PER. CAL. ENERGY CODE SECTION)
C. FUTURE INSTALLATION OF A HEAT PUMP WATER HEATER NOTES
1. A DEDICATED 240 VOLT, 30 AMP ELECTRICAL RECEPTACLE WITHIN 3' OF THE DESIGNATED SPACE.
THE BLANK COVER SHALL BE IDENTIFIED AS "240V READY"; AND
2. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE FOR INSTALLATION OF A
DOUBLE POLE CIRCUIT BREAKER. THE RESERVED SPACE SHALL BE MARKED “FOR FUTURE 240V
USE”;AND
3. EITHER A DEDICATED COLD WATER SUPPLY OR THE COLD WATER SUPPLY SHALL PASS THRU THE
DESIGNATED HPWH LOCATION JUST BEFORE REACHING THE GAS/PROPANE WATER HEATER; AND
4. THE HOT WATER SUPPLY PIPE COMING OUT OF THE GAS/PROPANE WATER HEATER SHALL BE
ROUTED FIRST THRU THE DESIGNATED HPWH LOCATION BEFORE SERVING ANY FIXTURES; AND
5. THE HOT AND COLD WATER PIPING AT THE DESIGNATED LOCATION SHALL BE EXPOSED AND
READILY ACCESSIBLE FOR FUTURE INSTALLATION OF AN HPWH; AND
6. A CONDENSATE DRAIN THAT IS NO MORE THAN 2" HIGHER THAN THE BASE OF THE INSTALLED
WATER HEATER.
D. LOCAL EXHAUST SYSTEM VENTED TO OUTDOORS IN KITCHEN REQ'D. THE MIN. EXHAUST RATE SHALL BE
55% CE OR 130 CFM. (TABLE 150.0-G)
E. WATER RESISTIVE BARRIERS SHALL BE INSTALLED AS REQ'D IN SECTION R703.2 AND, WHERE APPLIED
OVER WOOD-BASED SHEATHING, SHALL COMPLY WITH SECTION R703.7.3.1 OR R703.7.3.2
F. DIMENSION AT DOOR THRESHOLD IS MEASURED BETWEEN LANDING & TOP OF THE THRESHOLDS
311 W Tenth St Unit
#22/26/2025
A
B
1 2
1' - 0" 21' - 0 1/4" 1' - 0"
4:12 4:12
4:12 4:12
1' - 0"19' - 0 1/4"3' - 0"
13
'
-
6
"
26
'
-
7
"
10
"
42
'
-
1
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-
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4 5
6
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-
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-
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0
1
/
4
"
3' - 3"
KITCHEN EXHAUST VENT SYSTEM
55% CE OR 130 CFM
4:12 4:12
1 2
3
± 12" (V.I.F) 26' - 5 1/2" ± 12" (V.I.F)
±
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1/4" = 1'-0"
12/16/2024 3:23:50
PM
A2.02
REF. NREF. N
1/4" = 1'-0"
(N) ROOF PLAN 1 1/4" = 1'-0"
(E) ROOF PLAN (REFERENCE ONLY) 2
KEYNOTE
KEY VALUE KEYNOTE TEXT
1 (E) ASPHALT ROOF SHINGLE
2 (E) GUTTER & DOWNSPOUTS
3 (E) METAL FENCE (HT: 2'-7")
4 (N) ASPHALT ROOF SHINGLE
5 (N) GUTTER & DOWNSPOUTS
6 (E) CONCRETE CURB
ICC ESR #: ESR -1475
ROOF MATERIAL SPECIFICATION
ATTIC VENT CALCULATION
A. REQ'D VENT SF : ± 725 * 1/150 = 4.83 SF
B. PROVIDED VENT SF : 1.50(SF) * 2 + 1.36(SF) * 4
= 3.00 + 5.44 = 8.44 SF
311 W Tenth St Unit
#22/26/2025
1 2
15
'
-
6
1
/
2
"
3
4
35
67
8
GL. 0
126' -0 1/4"
1ST FL.
127' -0"
2
(E) ROOF PEAK
141' -7"
5
3
6
7
4 1 2
4
5
3
10
GL. 0
126' -0 1/4"
1ST FL.
127' -0"
(E) ROOF PEAK
141' -7"
1
4
5
8
5
9
4
3
3
6
4:12
4:12
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10
6
1 4 5 2 4 83
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1/4" = 1'-0"
12/16/2024 2:54:23
PM
A3.01
1/4" = 1'-0"
(E) EAST ELEVATION (REFERENCE ONLY) 1 1/4" = 1'-0"
(E) NORTH ELEVATION (REFERENCE ONLY) 2
1/4" = 1'-0"
(E) SOUTH ELEVATION (REFERENCE ONLY) 3 1/4" = 1'-0"
(E) WEST ELEVATION (REFERENCE ONLY) 4
KEYNOTE
KEY VALUE KEYNOTE TEXT
1 (E) ASPHALT ROOF SHINGLE
2 WOOD SIDING
3 (E) AIR CONDENSER UNIT TO BE REMOVED
4 (E) GUTTER & DOWNSPOUTS
5 (E) WINDOW AWNING
6 (E) METAL FENCE (HT: 2'-7")
7 (N) AIR CONDENSER UNIT
8 (E) WINDOW AWNING TO BE REMOVED
9 (E) GABLE VENT
10 (N) 100 AMP ELECTRICAL PANEL.**
311 W Tenth St Unit
#22/26/2025
GL. 0
126' -0 1/4"
1ST FL.
127' -0"
1 2
(N) ROOF PEAK
139' -0 1/4"
1ST FL. CEILING
135' -0 1/4"
4'
-
0
"
8
'
-
0
1
/
4
"
1
1
3
/
4
"
13
'
-
0
"
1' - 0" 21' - 0 1/4" 1' - 0"
35
4:124:12
PROV'D ATTIC DOWN VENTILATION: 1.50 SQ. FT
6 4
AB
4'
-
0
"
8
'
-
0
1
/
4
"
1
1
3
/
4
"
13
'
-
0
"
3'
-
6
"
1' - 2" 40' - 1" 10"
1 2 346
PROV'D ATTIC UP VENTILATION: 1.40 SQ. FT
7
6 6
WALL OPENING CALC. (HATCHED AREA)
FOR COND. FIRE SEPARATION 3FT < X < 5FT
197.4 SF (EXT. WALL); 28.75 SF (PROPOSED OPENINGS)
197.4 SF X 0.25 = 49.35 SF (MAX. OPENING ALLOWANCE)
28.75 SF < 49.35 SF
ELECTRICAL SERVICE
TO (N) WEATHERHEAD
GL. 0
126' -0 1/4"
1ST FL.
127' -0"
12
(N) ROOF PEAK
139' -0 1/4"
1ST FL. CEILING
135' -0 1/4"
11
3
/
4
"
8
'
-
0
1
/
4
"
4
'
-
0
"
13
'
-
0
"
1' - 0" 21' - 0 1/4" 1' - 0"
3
4:124:12
PROV'D ATTIC DOWN VENTILATION: 1.50 SQ. FT
7
6 4
8
ELECTRICAL SERVICE
TO (N) WEATHERHEAD
A B
4'
-
0
"
8
'
-
0
1
/
4
"
1
1
3
/
4
"
13
'
-
0
"
10" 40' - 1" 1' - 2"
14 6 636
PROV'D ATTIC UP VENTILATION: 1.40 SQ. FT
WALL OPENING CALC. (HATCHED AREA)
FOR COND. FIRE SEPARATION 3FT < X < 5FT
321.83 SF (EXT. WALL); 43.08 SF (PROPOSED OPENINGS)
321.83 SF X 0.25 = 80.46 SF (MAX. OPENING ALLOWANCE)
43.08 SF < 80.46 SF
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1/4" = 1'-0"
12/16/2024 2:54:24
PM
A3.02
1/4" = 1'-0"
(N) ADU SOUTH ELEVATION 1 1/4" = 1'-0"
(N) ADU WEST ELEVATION 2
1/4" = 1'-0"
(N) ADU NORTH ELEVATION 3 1/4" = 1'-0"
(N) ADU EAST ELEVATION 4
KEYNOTE
KEY VALUE KEYNOTE TEXT
1 (N) ASPHALT SHINGLE ROOFING.
2 MAIN ENTRY DOOR(SEE DOOR SCH.)
3 COMPOSITE WALL SIDING
4 EXERIOR WALL MOUNTED LIGHT FIXTURE. SEE ELECTRICAL
5 ATTIC. VENT
6 VINYL WINDOW W/ INSULATED GLAZING **
7 (N) AIR CONDENSER UNIT
8 (N) 100 AMP ELECTRICAL PANEL.**
NOTE **
A. (N) WINDOW TRIMS SHALL MATCH TO (E) WINDOW TRIMS.
B. WATER-RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND,
WHERE APPLIED OVER WOOD-BASED SHEATHING, SHALL COMPLY WITH SECTION R703.7.3.1 OR
R703.7.3.2
C. THE BUILDING SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION IN
ACCORDANCE WITH CRC SECTION R319.1.SEE A9.02 / #8 FOR DIAGRAM.
D. ALL SERVICES SUPPLYING DWELLING UNITS SHALL BE PROVIDED WITH TYPE 1 OR TYPE 2
SURGE-PROTECTIVE DEVICE (SPD).
ATTIC VENT CALCULATION
A. REQ'D VENT SF : ± 725 * 1/150 = 4.83 SF
B. PROVIDED VENT SF : 1.50(SF) * 2 + 1.36(SF) * 4
= 3.00 + 5.44 = 8.44 SF
311 W Tenth St Unit
#22/26/2025
GL. 0
126' -0 1/4"
1ST FL.
127' -0"
A B
(N) ROOF PEAK
139' -0 1/4"
1ST FL. CEILING
135' -0 1/4"
11
3
/
4
"
1
'
-
0
1
/
4
"
4'
-
0
"
8
'
-
0
1
/
4
"
1
1
3
/
4
"
8'
-
0
1
/
4
"
BATT INSULATION R-21 FOR EXTERIOR WALL
SEE G2.01 -G2.03 FOR T-24 DETAILS
BATT INSULATION R-38 FOR ROOF ATTIC
SEE G2.01 -G2.03 FOR T-24 DETAILS
BATH #2KITCHEN / LIVINGDINING
8'
-
0
"
GL. 0
126' -0 1/4"
1ST FL.
127' -0"
12
(N) ROOF PEAK
139' -0 1/4"
1ST FL. CEILING
135' -0 1/4"
4'
-
0
"
8
'
-
0
1
/
4
"
BATT INSULATION R-21 FOR EXTERIOR WALL
SEE G2.01 -G2.03 FOR T-24 DETAILS
BATT INSULATION R-38 FOR ROOF ATTIC
SEE G2.01 -G2.03 FOR T-24 DETAILS
8'
-
0
"
8'
-
6
"
BATH #1 DINING
-
A4.01
BACK WALL
2'
-
2
1
/
4
"
ADDITIONAL BACK WALL REINFORCEMENT
6"
M
A
X
2'
-
9
1
/
2
"
8'
-
0
"
CONTROLS END
1
A4.01
A4.01 4
5
6
1
A9.01
1ST FL.
127' -0"
2'
-
2
1
/
4
"
2'
-
9
1
/
2
"
8'
-
0
"
CONTROLS END
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As indicated
12/16/2024 2:54:25
PM
A4.01
1/4" = 1'-0"
SECTION - 1 2 1/4" = 1'-0"
SECTION - 2 1
1/2" = 1'-0"
BATH #1 ELEVATION DETAILS II 5 1/2" = 1'-0"
BATH #1 ELEVATION DETAILS I 4
1/2" = 1'-0"
(N) ADU FLOOR PLAN - Callout 1 3
1/2" = 1'-0"
BATH #1 ELEVATION DETAILS IV 6
NOTE
• REINFORCEMENT SHALL BE NOT LESS THAN 2X8 BLOCKING LOCATED BETWEEN 32”AND 39¼”
A.F.F, FLUSH WITH THE WALL FRAMING. (PER R327.1.1)
• WATER CLOSET REINFORCING SHALL BE INSTALLED ON BOTH SIDE WALLS OF THE FIXTURE, OR
ONE SIDE WALL AND ONE REAR WALL.
• BATHTUB AND TUB/SHOWER REINFORCEMENT SHALL BE CONTINUOUS ON EACH END OF THE
BATHTUB AND BACK WALL. ADDITIONALLY, BACK WALL REINFORCEMENT FOR A LOWER GRAB
BAR SHALL BE PROVIDED WITH THE LOWER EDGE NO MORE THAN 6”ABOVE THE BATHTUB RIM.
(PER 327.1.1)
311 W Tenth St Unit
#22/26/2025
W
/
D
A
B
1 2
LAUNDRY
EN
T
R
Y
HI. 8'-0"
J
J
J
HI. 8'-0"
HI. 8'-0"
HI. 8'-0"
HI. 8'-6"
HI. 8'-6"
HI. 8'-6"
HI. 8'-0"
HI. 8'-0"
SDC
SD
SD
HI. 8'-6"
BR#3
HI. 8'-6"
EQ
E
Q
EQ EQ
EQ EQ
EQ
E
Q
EQ EQ
EQ
E
Q
EQ
E
Q
EQ EQ
HI. 8'-6"
EQ. 5' - 0" EQ.
EQ
.
5
'
-
0
"
E
Q
.
2'
-
2
"
5
'
-
0
"
2
'
-
4
"
2' - 6" 4' - 0" 1' - 1 1/4"
SD
C
EQ. 4' - 0" EQ.EQ
.
5
'
-
0
"
E
Q
.
ATTIC AREA
± 725 SQ.FT
WATER HEATER
ABOVE
BR#1
KITCHEN
BR#2
BATH#2
EN
T
R
Y
LIVING
DINING
BATH#1
CLOSET
CLOSET
CLOSET
1
A9.01
KITCHEN HOOD
MIN. 55% CE OR 130CFM
SD
IAQ FAN - WHOLE HOUSE FAN
MIN. 60CFM PER T-24 REPORT
SEE G2.03 FOR SPEC SHEET
1. FOR ALL OUTDOOR LIGHTING, ALL LUMINARIES MOUNTED TO THE BUILDING OR TO
OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICACY LUMINARIES OR
SHALL BE CONTROLLED BY A PHOTOCONTROL/MOTION SENSOR COMBINATION.
2. IN THE KITCHEN, AT LEAST HALF THE INSTALLED WATTAGE OF LUMINARIES IN
KITCHENS SHALL BE HIGH EFFICACY AND THE ONES THAT ARE NOT MUST BE
SWITCHED SEPARATELY.
3. FOR THE LIGHTING IN BATHROOMS, GARAGES, LAUNDRY ROOMS AND UTILITY
ROOMS, ALL LUMINARIES SHALL EITHER BE HIGH EFFICACY OR SHALL BE
CONTROLLED BY AN OCCUPANT SENSOR.
4. FOR OTHER ROOMS, ALL LUMINARIES SHALL EITHER BE HIGH EFFICACY OR SHALL
BE CONTROLLED BY AN OCCUPANT SENSOR OR DIMMER. CLOSETS THAT ARE LESS
THAN 70 SQUARE FOOT ARE EXEMPT FROM THIS REQUIREMENT.
5. ADD AUTO-OFF CONTROLS FOR LIGHTING IN DRAWERS AND CABINETS.
UNDERSHELF, DISPLAY CABINETS, SWITCHED OUTLETS CONTROLLED SEPARATE
FROM CEILING LIGHTING.
6. SMOKE ALARM NOTE: SMOKE ALARMS SHALL BE HARDWIRED. WHEN ONE OR MORE
SMOKE ALARMS ARE REQUIRED THE ALARM DEVICE SHALL BE INTERCONNECTED
IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL
ALARMS IN THE INDIVIDUAL UNIT.
7. SMOKE ALARM SHALL BE AT LEAST 3' FROM A SUPPLY REGISTER OR A BATHROOM
DOOR/OPENING.
8. SMOKE ALARM SHALL BE AT LEAST 20' FROM COOKING APPLIANCE (10' FOR
IONIZATION ALARM WITH SILENCING SWITCH OR PHOTOELECTRIC ALARM).
RCP NOTES
SD
RCP LEGEND
EXTERIOR WALL LIGHT W/ MOTION SENSOR
EXHAUST FANS @ BATHROOM / ENERGY
STAR HUMIDITY CONTROLLED, DUCTED
OUTSIDE
RECESSED DOWN LIGHT (4" LED)
SMOKE DETECTOR HARDWIRE W/ BATTERY
BACK UP (IONIZATION ALARM W/ SILENCING
SWITCH OR PHOTOELECTRIC ALARM)
JUNCTION BOX
SUPPLY AIR REGISTER WALL MOUNTED
FAN COIL ACCESS PANEL
* CONTRACTOR SHALL PROVIDE
ACCESS PANEL LARGE ENOUGHT TO
MAINTAIN & REPAIR UNIT. (22"x30" MIN.) *
GYP. BD. CEILING
8'-0"HT. CLR.
CARBON MONOXIDE ALARMC
OUTLET
SWITCH
BATHROOM WALL-MOUNTED LIGHT
ATTIC ACCESS (36"x 24")
A
B
1 2
WATER HEATER
ABOVE
AF
AF
12
'
M
A
X
AF
12' MAX
AF
12
'
M
A
X
GFI
AF
/
G
F
I
GF
I
GF
I
AF/GFI
AF
/
G
F
I
AF/GFI
2' MAX2' MAX
4'
M
A
X
2
'
M
A
X
2
'
M
A
X
6'
M
A
X
GFI
6'
M
A
X
AF
6'
M
A
X
AF
12
'
M
A
X
AF
12' MAX
AF
12
'
M
A
X
6
'
M
A
X
GF
I
AF
6' MAX
AF
12' MAX
AF
AF
6'
M
A
X
6'
M
A
X
6
'
M
A
X
AF
6' MAX
AF
12' MAX
AF
12
'
M
A
X
AF
12' MAX6' MAX
AF
6'
M
A
X
AF
12
'
M
A
X
AF
12' MAX
AF
12
'
M
A
X
AF
/
G
F
I
BR#1
KITCHEN
BR#2
BATH#2
EN
T
R
Y
LIVING
DINING
BATH#1
CLOSET
CLOSET
CLOSET
BR#3
AF
/
G
F
I
AF
/
G
F
I
1
A9.01
A DEDICATED 240 VOLT, 30 AMP
ELECTRICAL RECEPTACLE WITHIN
3' OF THE DESIGNATED SPACE.
(N) 100 AMP ELECTRICAL
PANEL W/ TYPE I OR TYPE II
SURGE PROTECTIVE DEVICE.
1. PROVIDE GFI PROTECTION TO ALL 120VOLT, 15 AND 20 AMP RECEPTACLES
INSTALLED OUTDOORS, IN BATH ROOMS, ON BASEMENT, AT COUNTER TOP
SURFACE AND GARAGES.
2. STARTING IN 2016, ALL CONVENIENCE OUTLETS IN KITCHENS AND LAUNDRY
ROOMS BE GFCI AND ARC-FAULT PROTECTED. KITCHENS DO NOT INDICATE BOTH.
210.12(A) ARC-FAULT CIRCUIT- INTERRUPTER PROTECTION.
3. PROVIDE OUTLETS ON ALL WALLS GREATER THAN TWO FEET WIDE. CEC 210.52A
AND NOT MORE THAN 12 FEET APART. (WALL RECEPTACLES SERVE SPACES FOR 6
FEET ON EACH SIDE OF RECEPTACLE. THEREFORE, MAX. SPACING BETWEEN WALL
RECEPTACLES IS 12 FEET)
4. KITCHEN OUTLETS SHALL BE AT ALL COUNTERS, 12" OR GREATER. WITHIN TWO
FEET OF END OF COUNTER. KITCHEN OUTLETS 4 FOOT MAX. ON CENTER.
5. ALL CONTROLS INTENDED TO BE USED BY OCCUPANTS SHALL BE LOCATED NO
MORE THAN 48" MEASURED FROM THE TOP OF THE OUTLET BOX AND NOT LESS
THAN 15" MEASURED FROM THE BOTTOM OF THE OUTLET BOX ABOVE THE FINISH
FLOOR. (R327.1.2)
6. DOORBELL BUTTONS OR CONTROLS, SHALL NOT EXCEED 48" ABOVE EXT. FLOOR
OR LANDING, MEASURED FROM THE TOP OF THE DOORBELL BUTTON ASSEMBLY.
NO GAS HOOK UP AT STOVE. ((CAL. ENERGY CODE SECTION 150(O)1G, EXC. 5 TO
150.2(A), & ASHRAE STD. 62.2).
7. ALL SERVICES SUPPLYING DWELLING UNITS SHALL BE PROVIDED WITH A TYPE 1
OR TYPE 2 SURGE-PROTECTIVE DEVICE (SPD).
OUTLET PLAN NOTES
OUTLET PLAN LEGEND
OUTLET
WEATHER PROOF OUTLET @ EXTERIOR
OUTLET W/ ARC-FAULT CIRCUIT-INTERRUPTER PROTECTION
WP
AF
G.F.I OUTLET
** NOTE: OUTLETS IN KITCHEN REQ'D ARC-FAULT & GFI
GFI
OUTLET @ ATTIC FOR HEAT-PUMPAF
@ATTIC
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12/16/2024 2:54:26
PM
A5.01
1/4" = 1'-0"
(N) REFLECTED CEILING PLAN 1
REF. N
1/4" = 1'-0"
(N) OUTLET PLAN 2
REF. N
311 W Tenth St Unit
#22/26/2025
* NOTES: USE WATER-RESISTANT GYP.BD. IN INTERMITTENTLY WET AREAS.
FINISH LEGEND
FLOOR MATERIALS
F1. NON-SLIP LUXURY VINYL TILE
F2. HARDWOOD
F3.FRP SHOWER
PRODUCT:
WALLS
W1.5/8" TYPE 'X' GYPSUM BOARD W/ PAINT FINISH
W2. 5/8" TYPE 'X' MOISTURE RESISTANT GYPSUM
BOARD W/ WASHABLE PAINT FINISH
CEILING MATERIALS
C1. 5/8" TYPE 'X' GYPSUM BOARD W/ PAINT
C2. 5/8" TYPE 'X' MOISTURE RESISTANT GYPSUM BOARD W/ PAINT
BASE MATERIALS
B1.WOOD BASE
B2.WOOD BASE W/ WASHABLE PAINT FINISH
REMARKS
R1. WATERPROOF SEAL AT FLOOR AND
WALL OF WET AREAS
SOLID CORE
WOOD BIFOLD
PANELS
SOLID CORE
WOOD BIFOLD
PANELS
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2x4 WD. STUDS @ 16" O.C.
THERMAFIBER
SOUND ATTENUATION
INSULATION
3 1/2" (KRAFT ACED)
1 3/4" SOLID CORE DOOR
5/8" TYPE "X" GYPSUM BOARD
HEADLINE ABOVE
WOOD CASING
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12/16/2024 2:54:26
PM
A6.01
(N) ADU DOOR SCHEDULE
MARK DOOR TYPE. WIDTH HEIGHT THICKNESS REMARK
D01 E 3' - 0" 7' - 0" 1 3/4" EXTERIOR. GLAZING. W/ LOCK
D02 A 3' - 0" 7' - 0" 2"
D03 A 3' - 0" 7' - 0" 2"
D04 B 5' - 0" 6' - 8" 1 1/2"
D05 A 2' - 8" 7' - 0" 2"
D06 A 2' - 8" 7' - 0" 2"
D07 D 5' - 0" 6' - 8" 2"
D08 B 4' - 0" 6' - 8" 1 1/2"
D09 A 2' - 8" 7' - 0" 2"
D10 C 2' - 0" 6' - 8" 1 1/2"
D11 F 5' - 0" 7' - 0" 2" EXTERIOR. GLAZING. W/ LOCK
TYPE A TYPE B TYPE C
(N) ADU WINDOW SCHEDULE
MARK TYPE MARK WIDTH HEIGHT U FACTOR SHGC MATERIALS EGRESS
W1 A 5' - 0" 4' - 0" 0.3 0.23 TEMPERED GLASS ✔
W2 B 1' - 6" 2' - 0" 0.3 0.23 TEMPERED GLASS
W3 A 5' - 0" 4' - 0" 0.3 0.23 TEMPERED GLASS
W4 A 5' - 0" 4' - 0" 0.3 0.23 TEMPERED GLASS ✔
W5 B 1' - 6" 2' - 0" 0.3 0.23 TEMPERED GLASS
W6 A 5' - 0" 4' - 0" 0.3 0.23 TEMPERED GLASS ✔
W7 C 2' - 6" 3' - 6" 0.3 0.23 TEMPERED GLASS
W8 A 5' - 0" 4' - 0" 0.3 0.23 TEMPERED GLASS
W9 A 5' - 0" 4' - 0" 0.3 0.23 TEMPERED GLASS
N.T.S
INT. DOOR JAM DETAILS 4
BUILDING ENVELOPE NOTES**
1. IN R1 AND R2 OCCUPANCIES, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS THAN 36 INCHES ABOVE THE FINISHED FLOOR AND MORE THAN 72 INCHES ABOVE THE FINISHED
GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, SHALL COMPLY WITH 1013.8.
2. EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BY A MANUFACTURER'S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, THE MANUFACTURER OF
INSTALLER AND THE SAFETY GLAZING STANDARD. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSED OF SAFETY GLAZING. GLAZING IN: SECTION 2406.
a. SWING DOORS
b. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSMEBLIES AND PANELS INSLIDING AND BI-FOLD CLOSET DOOR ASSMBLIES.
c. STORM DOORS
d. UNFRAMED SWINGING DOORS
e. DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS.
f. FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN 24 INCHES (610 MM) ARC OR EITHER VERTICAL EDTE OF THE DOOR IN A CLOSED POSITION
AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1525 MM) ABOVE THE WALKING SURFACE. READ CODE FOR EXCEPTIONS.
g. FIXED OR OPERABLE PANEL, OTHER THAN DESCRIBED IN ITEMS e AND f, WHICH MEETS ALL OF THE FOLLOWING CONDITIONS (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION)
i)EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.84 M2)
ii)EXPOSED BOTTOM EDGE LESS THAN 18 INCHES (458 MM) ABOVE THE FLOOR
iii)EXPOSED TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR
iv)ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE
PLANE OF THE GLAZING.
h. GUARDS AND RAILINGS REGARDLESS OF AREA OF HEIGHT ABOVE A WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN-FILL PANELS.
i. WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS AND SPAS WHERE ALL OF THE FOLLOWING CONDITIONS ARE PRESENT:
i)THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1525 MM) ABOVE A WALKING SURFACE ON THE POOL OR SPA SIDE OF THE GLAZING.
ii)THE GLAZING IS WITHIN 60 INCHES (1525 MM) OF A SWIMMING POOL OR SPA WATER'S EDGE.
j. ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE; WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE
ADJACENT WALKING SURFACE (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION)
k. ADJACENT TO STAIRWAYS WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF A STARIWAY IN ANY DIRECTION WHEN EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF
THE TREAD (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION)
EGRESS WINDOW NOTES**
THE BOTTOM OF THE CLEAR OPENING OF THE EGRESS WINDOW SHALL NOT BE MORE THAN 44 INCHES ABOVE THE FLOOR.
THE EGRESS WINDOW SHALL HAVE A MINIMUM NET CLEAR OPENING HEIGHT OF 24 INCHES, AND A MINIMUM NET CLEAR OPENING WIDTH OF 20
INCHES. THE EGRESS WINDOW SHALL HAVE A MINIMUM NET CLEAR OPENING AREA OF 5 SF.
(N) ADU FINISH SCHEDULE
ROOM FLOOR BASE WALL CEILING REMARKS
BR #1 F2 B1 W1 C1
BR #2 F2 B1 W1 C1
BR #3 F2 B1 W1 C1
DINING ROOM F2 B1 W1 C1
KITCHEN F2 B2 W1/W2 C1 R1
LIVING ROOM F2 B1 W1 C1
W/D F2 B2 W2 C2 R1
WC #1 F1/F3 B2 W2 C2 R1
WC #2 F1/F3 B2 W2 C2 R1
TYPE A TYPE B TYPE C
TYPE D TYPE E TYPE F
311 W Tenth St Unit
#22/26/2025
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12/16/2024 2:54:32
PM
A6.02
NORTH ELEVATION 1
WEST ELEVATION 2
EAST ELEVATION 4
EXTERIOR WALL (COMPOSITE WALL SIDING)
MATERIAL #2
ROOF SHINGLES (TYP.)
MATERIAL #1
WINDOW TRIM (TYP.)
PAINT #1
ROOF VENT (TYP.)A/C UNIT EXT LIGHT FIXTURE (TYP.)
EXT LIGHT FIXTURE
(TYP.)
ROOF SHINGLES (TYP.)
MATERIAL #1
ROOF SHINGLES (TYP.)
MATERIAL #1
GUTTER
(TYP.)
EXT LIGHT FIXTURE (TYP.)
EXTERIOR WALL (COMPOSITE WALL SIDING)
MATERIAL #2
A/C UNIT
MATERIAL #1
GAF
GAF SHINGLE ROOF COVERING SYSTEMS
HICKORY
ICC ESR #: ESR -1475
MATERIAL #2
FIBER CEMENT SIDING
ALLURA LAP SIDING -AGREEABLE GRAY
ICC ESR #: ESR -1668
PAINT #1
Dunn Edwards
WARM WHITE (DEW380)
ROOF SIDING (TYP.)
PAINT #1
ROOF SIDING (TYP.)
PAINT #1
SOUTHT ELEVATION 3
EXT LIGHT FIXTURE (TYP.)
ROOF SHINGLES (TYP.)
MATERIAL #1
GUTTER (TYP.)
EXTERIOR WALL (COMPOSITE WALL SIDING)
MATERIAL #2
ROOF SIDING (TYP.)
PAINT #1
311 W Tenth St Unit
#22/26/2025
4"
M
I
N
H
E
I
G
H
T
1/2" MIN. STROKE WIDTH
5
A9.01
INTERIOREXTERIOR
-
A9.01
8
A9.01
6
A9.01
4
A9.01
NOTES**
SEE STR. DRAWINGS FOR DETAIL
2
GL. 0
126' -0 1/4"
1ST FL.
127' -0"
5/8" THK. TYPE "X" GYP. BOARD
W/ PAINT FINISH.
R-19 INSULATION
WATER PROOFING BARRIER
6"
M
I
N
22 GA. GALV. SHEET METAL WEEP SCREED
OV
ERLAP
MIN.
1 1/4"
STARTER STRIP
SLAB ON GRADE FOUNDATION.
EXTERIOR INTERIOR
CEMENT FIBER SIDING
1/2" PLYWOOD SHEATHING
PRESSURE TREATED 2X SILL PLATE
7" MIN. EMBED W/ WASHER.
10MM WATER PROOFING BARRIER
2"
T
H
K
S
A
N
D
NOTES**
A. WATER RESISTIVE BARRIERS SHALL BE
INSTALLED AS REQ'D IN SECTION R703.2 AND,
WHERE APPLIED OVER WOOD-BASED
SHEATHING, SHALL COMPLY WITH SECTION
R703.7.3.1 OR R703.7.3.2
B. SEE STR. DRAWINGS FOR DETAIL
GL. 0
126' -0 1/4"
1ST FL.
127' -0"
5/8" THK. TYPE "X" GYP. BOARD
W/ PAINT FINISH.
R-19 INSULATION
WATER PROOFING MEMBRANE
6"
M
I
N
22 GA. GALV. SHEET METAL WEEP SCREED
OV
ERLAP
MIN.
1 1/4"
5/8" DENSGLASS
STARTER STRIP
FOUNDATION PER STRUCTURAL PLAN
EXTERIOR INTERIOR
CEMENT FIBER SIDING
PRESSURE TREATED 2X SILL PLATE
7" MIN. EMBED W/ WASHER.
A.B PER STRUCTURAL
10MM WATER PROOFING BARRIER
2"
T
H
K
S
A
N
D
NOTES**
A. WATER RESISTIVE BARRIERS SHALL BE
INSTALLED AS REQ'D IN SECTION R703.2 AND,
WHERE APPLIED OVER WOOD-BASED
SHEATHING, SHALL COMPLY WITH SECTION
R703.7.3.1 OR R703.7.3.2
B. SEE STR. DRAWINGS FOR DETAIL
ROOF RAFTERS @ 16"O.C.
FASCIA BOARD
FLASHING
ASPHALT SINGLE ROOF
GUTTER
2X DOUBLE TOP PLATES
2X BLOCKING W/ FRAMING CLIPS @ EACH BLOCK
1/2" GYP. BOARD
R-19 INSULATION.
*SEE T-24
NOTES**
SEE STR. DRAWINGS FOR DETAIL
IF TRIM IS PROTRUDING
BEYOND WINDOW SILL IT
MUST BE FLASHED
WOOD FRAMING
ARTISAN ACCENT TRIM
WATER RESISTIVE BARRIER
ALLURA FIBER CEMENT LAP SIDING
LEAVE APPROPRIATE GAP
AND CAULK
INSULATION
WHERE REQ'D
MIN. 1 1/4" OVERLAP
INTERIOR
SHEATHING
WINDOW FRAME
WINDOW SILL PER PLAN
1 1/4"
EXTERIOR SHEATHING PER PLAN;
5/8" DENSGLASS SHEATHING ( FOR WHERE
1HR F.R IS REQ'D)
WINDOW FRAME
WATER RESISTIVE BARRIER
MIN. 1 1/4" OVERLAP
ALLURA FIBER CEMENT LAP SIDING
STARTER STRIP
1/4" GAP, DO NOT CAULK
FLASH WINDOW PER MANUFACTURER
RECOMMENDATION
ALLURA TRIM BOARDS
Z-FLASHING
WINDOW HEADER
INSULATION WHERE REQ'D
WOOD FRAMING
INTERIOR SHEATHING
EXTERIOR SHEATHING PER PLAN.
5/8" DENSGLASS SHEATHING
( FOR WHERE 1HR F.R IS REQ'D)
ALLURA FIBER CEMENT LAP SIDING
WATER RESISTIVE BARRIER
EXTERIOR SHEATHING PER PLAN;
5/8" DENSGLASS SHEATHING
( FOR WHERE 1HR F.R IS REQ'D)
INSULATION WHERE REQ'D
WOOD FRAMING
INTERIOR SHEATHING
MIN. 1 1/4" OVERLAP
WINDOW FRAME
FLASH WINDOW PER MANUFACTURER
RECOMMENDATION
IF TRIM IS PROTRUDING BEYOND
WINDOW SILL IT MUST BE FLASHED
ALLURA TRIM BOARDS
LEAVE APPROPRIATE GAP AND CAULK
WATER RESISTIVE BARRIER
EXTERIOR SHEATHING PER PLAN.
5/8" DENSGLASS SHEATHING
( FOR WHERE 1HR F.R IS REQ'D)
MIN. 1 1/4" OVERLAP
ALLURA FIBER CEMENT LAP SIDING
INTERIOR SHEATHING
INSULATION WHERE REQ'D
WOOD FRAMING
INSULATION WHERE REQ'D
EXTERIOR SHEATHING
INTERIOR SHEATHING
WOOD FRAMING
WATER RESISTIVE BARRIER
LEAVE
APPROPRIATE GAP
AND CAULK
ALLURA FIBER CEMENT LAP SIDING
ALLURA TRIM BOARDS
DOOR / WINDOW JAMB
FLASHING TAPE
ALLURA FIBER
CEMENT LAP SIDING
WATER RESISTIVE
BARRIER
EXTERIOR
SHEATHING
LEAVE
APPROPRIATE
GAP AND CAULK
ALLURA TRIM
BOARDS
INSULATION WHERE REQ'D
INTERIOR SHEATHING
WOOD FRAMING
LEAVE APPROPRIATE GAP AND CAULKALLURA FIBER CEMENT LAP SIDING
3" = 1'-0"
ALLURA SIDING-DOOR/WINDOW JAMB DETAIL 10
3" = 1'-0"
ALLURA SIDING-OUTSIDE CORNER DETAIL 11
3" = 1'-0"
ALLURA SIDING - LAP SIDING DETAIL 7
3" = 1'-0"
ALLURA SIDING - WINDOW DETAIL W/O SILL 9 3" = 1'-0"
ALLURA SIDING-WINDOW/DOOR HEAD DETAIL 6
3" = 1'-0"
ALLURA SIDING - WINDOW DETAIL W/ SILL 8
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As indicated
12/16/2024 2:54:33
PM
A9.01
N.T.S
ADDRESS IDENTIFICATION 3
3/4" = 1'-0"
TYP. EXTERIOR WALL SECTION 1
1 1/2" = 1'-0"
1HR F.R WALL DETAIL 5 1 1/2" = 1'-0"
TYP. WALL & FOUNDATION SECTION DETAIL 2
R319.1 ADDRESS IDENTIFICATION
BUILDINGS SHALL BE PROVIDED WITH APPROVED
ADDRESS IDENTIFICATION. THE ADDRESS
IDENTIFICATION SHALL BE LEGIBLE AND PLACED IN A
POSITION THAT IS VISIBLE FROM THE STREET OR
ROAD FRONTING THE PROPERTY. ADDRESS
IDENTIFICATION CHARACTERS SHALL CONTRAST WITH
THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE
ARABIC NUMBERS OR ALPHABETICAL LETTERS.
NUMBERS SHALL NOT BE SPELLED OUT. EACH
CHARACTER SHALL BE NOT LESS THAN 4 INCHES (102
MM) IN HEIGHT WITH A STROKE WIDTH OF NOT LESS
THAN 0.5 INCH (12.7 MM). WHERE REQUIRED BY THE
FIRE CODE OFFICIAL, ADDRESS IDENTIFICATION SHALL
BE PROVIDED IN ADDITIONAL APPROVED LOCATIONS
TO FACILITATE EMERGENCY RESPONSE. WHERE
ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE
BUILDING ADDRESS CANNOT BE VIEWED FROM THE
PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR
MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE.
ADDRESS IDENTIFICATION SHALL BE MAINTAINED.
1 1/2" = 1'-0"
ROOF SECTION DETAIL 4
311 W Tenth St Unit
#22/26/2025
IF TRIM IS PROTRUDING
BEYOND WINDOW SILL IT
MUST BE FLASHED
WOOD FRAMING
ARTISAN ACCENT TRIM
EXTERIOR SHEATHING
WATER RESISTIVE BARRIER
ARTISAN LAP
LEAVE APPROPRIATE GAP
AND CAULK
INSULATION
WHERE REQ'D
MIN. 1 1/4" OVERLAP
INTERIOR
SHEATHING
WINDOW FRAME
FLASH WINDOW PER MANUFACTURER
RECOMMENDATION
1 1/4"
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N.T.S
9/16/2024 2:58:31 PM
A9.02
311 W Tenth St Unit
#22/26/2025
W
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(E
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D
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311 W 10TH ST,
SANTA ANA, CA, 92701
(E) PRIMARY RESIDENCE (1,127 SQ.FT.)
311 W 10TH ST. UNIT #2,
SANTA ANA, CA, 92701
(N) PROPOSED ADU (800 SQ.FT.)
W 10TH STREET.
-
-
-
-
A B-
-
C
A4.01 4
5
6
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1/16" = 1'-0"
12/16/2024 2:54:15
PM
G1.01
C -IMAGE OF EXISTING EXTERIOR FACADE.
B -EXISTING SITE CONDITION II
A -EXISTING SITE CONDITION I
311 W Tenth St Unit
#22/26/2025
311 W Tenth St Unit
#22/26/2025
THIS PLAN HAS BEEN REVIEWED AND CONFORMS TO THE RECOMMENDATIONS
OF THE GEOTECHNICAL ENGINEERING INVESTIGATION REPORT DATED
09/30/2024.
311 W Tenth St Unit
#22/26/2025
311 W Tenth St Unit
#22/26/2025
311 W Tenth St Unit
#22/26/2025
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DATE
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9
2
7
0
1
12/16/2024 2:54:16
PM
G2.01
311 W Tenth St Unit
#22/26/2025
Th
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DATE
SCALE:
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9
2
7
0
1
11/27/2024 8:46:19
AM
G2.01
311 W Tenth St Unit
#22/26/2025
Th
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SCALE:
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9
2
7
0
1
12/16/2024 2:54:16
PM
G2.02
311 W Tenth St Unit
#22/26/2025
Th
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3
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DATE
SCALE:
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9
2
7
0
1
11/27/2024 8:46:21
AM
G2.02
311 W Tenth St Unit
#22/26/2025
Th
e
s
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d
r
a
w
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n
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44
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3
8
8
-
6
6
4
2
F
A
X
:
2
1
3
)
3
8
8
-
6
6
4
3
DRAWN
DATE
SCALE:
PROJECT NO.
PR
O
J
E
C
T
AR
C
H
I
T
E
C
T
U
R
E
l
I
N
T
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l
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LA
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N
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N
G
NO
.
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S
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A
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31
1
.
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.
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0
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.
(
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0
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,
C
A
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2
7
0
1
31
1
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0
T
H
S
T
.
U
N
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T
#
2
,
S
A
N
T
A
A
N
A
,
C
A
,
9
2
7
0
1
N.T.S
12/16/2024 2:54:18
PM
G2.03
N.T.S
IAQ FANS SPEC SHEET 1
N.T.S
CALGREEN CHECKLIST 2
311 W Tenth St Unit
#22/26/2025
Th
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44
0
S
H
A
T
T
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P
L
A
C
E
#
4
1
5
,
L
O
S
A
N
G
E
L
E
S
C
A
9
0
0
2
0
TE
L
:
2
1
3
)
3
8
8
-
6
6
4
2
F
A
X
:
2
1
3
)
3
8
8
-
6
6
4
3
DRAWN
DATE
SCALE:
PROJECT NO.
PR
O
J
E
C
T
AR
C
H
I
T
E
C
T
U
R
E
l
I
N
T
E
R
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O
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l
P
LA
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N
I
N
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NO
.
R
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V
I
S
I
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D
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T
E
31
1
.
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S
T
.
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0
T
H
.
S
T
.
(
A
D
U
)
31
1
W
E
S
T
1
0
T
H
S
T
.
S
A
N
T
A
A
N
A
,
C
A
,
9
2
7
0
1
31
1
W
E
S
T
1
0
T
H
S
T
.
U
N
I
T
#
2
,
S
A
N
T
A
A
N
A
,
C
A
,
9
2
7
0
1
9/16/2024 2:57:59 PM
G2.03
311 W Tenth St Unit
#22/26/2025
Th
e
s
e
d
r
a
w
i
n
g
s
a
n
d
s
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C
.
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d
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.
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44
0
S
H
A
T
T
O
P
L
A
C
E
#
4
1
5
,
L
O
S
A
N
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L
E
S
C
A
9
0
0
2
0
TE
L
:
2
1
3
)
3
8
8
-
6
6
4
2
F
A
X
:
2
1
3
)
3
8
8
-
6
6
4
3
DRAWN
DATE
SCALE:
PROJECT NO.
PR
O
J
E
C
T
AR
C
H
I
T
E
C
T
U
R
E
l
I
N
T
E
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l
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N
I
N
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NO
.
R
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S
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31
1
.
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T
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.
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T
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A
D
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)
31
1
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T
1
0
T
H
S
T
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A
N
T
A
A
N
A
,
C
A
,
9
2
7
0
1
31
1
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T
1
0
T
H
S
T
.
U
N
I
T
#
2
,
S
A
N
T
A
A
N
A
,
C
A
,
9
2
7
0
1
N.T.S
12/16/2024 2:54:18
PM
G2.04
N.T.S
GRADING EXEMPTION CHECKLIST 1
311 W Tenth St Unit
#22/26/2025
W
/
D
311 W 10TH ST.
SANTA ANA, CA, 92701
(E) SFD
(1,127 SQ.FT.)
W 10TH ST.
CL
311 W 10TH ST. UNIT #2
SANTA, CA, 92701
(N) ADU
(800 SQ.FT.)
± 27' - 1" (VIF)
±
4
8
'
-
9
1
/
4
"
(
V
I
F
)
±
5
6
'
-
4
1
/
4
"
(
V
I
F
)
(E) NEIGHBORING
BUILDING
(NOT UNDER THIS PERMIT)
P.
L
P.L
P.
L
±
1
0
5
'
-
1
1
/
2
"
(
V
I
F
)
DR
I
V
E
W
A
Y
UP
UP
UP
127.67127.58
126.55 127.29
127.86
126.03
126.64
RIDGE
0.5 %
0.
5
%
0.
5
%
0.
5
%
M
I
N
.
0.
5
%
M
I
N
.
2%
0.5% MIN.
2%
2%
2%
2%
2%
2%2%
2%2%
0.
5
%
M
I
N
.
2
A1.02
PROPOSED BUILDING
FL PER PLAN
CONC.
FL PER PLAN
CONC.
2%2%2%2%
FLFL
P.LP.L
8"
8"
Th
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d
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s
t
r
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c
t
i
o
n
s
.
44
0
S
H
A
T
T
O
P
L
A
C
E
#
4
1
5
,
L
O
S
A
N
G
E
L
E
S
C
A
9
0
0
2
0
TE
L
:
2
1
3
)
3
8
8
-
6
6
4
2
F
A
X
:
2
1
3
)
3
8
8
-
6
6
4
3
DRAWN
DATE
SCALE:
PROJECT NO.
PR
O
J
E
C
T
AR
C
H
I
T
E
C
T
U
R
E
l
I
N
T
E
R
I
O
R
l
P
LA
N
N
I
N
G
NO
.
R
E
V
I
S
I
O
N
D
A
T
E
31
1
.
W
E
S
T
.
1
0
T
H
.
S
T
.
(
A
D
U
)
31
1
W
E
S
T
1
0
T
H
S
T
.
S
A
N
T
A
A
N
A
,
C
A
,
9
2
7
0
1
31
1
W
E
S
T
1
0
T
H
S
T
.
U
N
I
T
#
2
,
S
A
N
T
A
A
N
A
,
C
A
,
9
2
7
0
1
1/8" = 1'-0"
12/16/2024 2:54:19
PM
A1.02
REF. N
PREPARED BY:
PACIFIC GEOTECH, INC
1424 ROLLING HILLS DRIVE
FULLERTON, CA 92835
INFO@PGISOIL.COM
626-675-1254
1/8" = 1'-0"
(N) DRAINAGE PLAN WITH ADDRESSES 1 1/8" = 1'-0"
SITE GRADING SECTION 2
311 W Tenth St Unit
#22/26/2025
W
/
D
W
/
D
311 W 10TH ST.
SANTA ANA, CA, 92701
(E) SFD
(1,127 SQ.FT.)
W 10TH ST.
CL
311 W 10TH ST. UNIT #2
SANTA, CA, 92701
(N) ADU
(800 SQ.FT.)
± 27' - 1" (VIF)
±
4
8
'
-
9
1
/
4
"
(
V
I
F
)
±
5
6
'
-
4
1
/
4
"
(
V
I
F
)
(E) NEIGHBORING
BUILDING
(NOT UNDER THIS PERMIT)
P.
L
P.L
P.
L
±
1
0
5
'
-
1
1
/
2
"
(
V
I
F
)
DR
I
V
E
W
A
Y
UP
UP
UP
127.67127.58
126.55 127.29
127.86
126.03
126.64
(N) 4" ⌀SEWER
(N) 3/4" ⌀WATERPIPE
TO (N) ADU THROUGH
CRAWLSPACE V.I.F
(E) 4" ⌀SEWER - V.I.F
(E) 3/4" ⌀WATER MAIN
(E) WATER METER
ADD (N) 3/4" SUB-METER
FOR (N) ADU
(E) POWER POLE(N) 100AMP. ELECTRICAL PANEL
OVER
H
E
A
D
(N) 3/4" ⌀WATERPIPE
TO (N) ADU THROUGH
CRAWLSPACE V.I.F
UTILITY PLAN LEGEND
(E) 1" ⌀WATER MAIN (V.I.F)
(N) 3/4" ⌀WATER MAIN
(E) 4" ⌀SEWER LINE (V.I.F)
(N) 4" ⌀SEWER LINE
(N) WATER SUB-METER
SEWER POINT OF CONNECTION
(N) ELECTRICAL
UTILITY PLAN NOTES**
1. UTILITIES PROVIDED ARE FOR THE REFERENCE ONLY. SEPARATE
PERMITS MAY BE REQUIRED.
2. CONTRACTOR SHALL FIELD VERIFY THE LOCATION, SIZE AND DEPTH OF
EXISTING UNDERGROUND UTILITIES AT ALL POINT OF CONNECTION AND
PROPOSED UTILITY CROSSINGS, PRIOR TO COMMENCING
CONSTRUCTION.
3. SANITARY SEWER CLEANOUTS SHALL BE INSTALLED AT INTERVALS NOT
TO EXCEED ONE HUNDRED FEET (100') IN TOTAL DEVELOPED LENGTH
AND ANY CHANGE OF HORIZONTAL DIRECTION EXCEEDING ONE
HUNDRED-THIRTY FIVE DEGREE(135˚), AND PER CALIFORNIA PLUMBING
CODE REQUIREMENTS.
4. (N) ELECTRICAL PANEL SHALL COMPLAY WITH MANDATORY MEASURE
FOR ENERGY STORAGE SYSTEM (ESS) READY IN ACCORDANCE WITH
2022 CEC 150.0(S). SEE ESS NOTES. FOR DETAILS.
5. THE GARAGE SHALL BE SEPARATED FROM THE DWELLING AND ITS ATTIC
AREA BY MEANS OF A MIN. 1/2" GYPSUM BOARD APPLIED TO THE GARAGE
SIDE (PER CRC R302.6) SEE STRUCTURAL DRAWING ON SHT S300/ #4 FOR
DETAIL.
311 W 10TH ST.
SANTA ANA, CA, 92701
(E) SFD
(1,127 SQ.FT.)
311 W 10TH ST. UNIT #2
SANTA, CA, 92701
(N) ADU
(800 SQ.FT.)
P.
L
P.L
P.
L
DR
I
V
E
W
A
Y
UP
UP
UP
127.67127.58
126.55 127.29
127.86
126.03
126.64
W 10TH ST.
CL
PATH OF TRAVEL
IMAGINARY PROPERTY LINE BETWEEN (E) SFD AND (N) ADU
3
A1.03
(E) PEDESTRIAN
GATE TO REMAIN
36" MIN.
4' - 0"
36
"
M
I
N
.
5'
-
7
"
FLOORS AND LANDINGS AT EXTERIOR DOORS (R311.3)
1. THERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR. THE WIDTH OF
EACH LANDING SHALL BE NOT LESS THAN THE DOOR SERVED. LANDINGS SHALL HAVE A
DIMENSION OF NOT LESS THAN 36 INCHES (914 MM) MEASURED IN THE DIRECTION OF TRAVEL.
THE HYPERLINK "https://up.codes/viewer/colorado/irc-2021/chapter/2/definitions#slope"SLOPE AT
EXTERIOR LANDINGS SHALL NOT EXCEED 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2
PERCENT).
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As indicated
12/16/2024 2:54:20
PM
A1.03
1/8" = 1'-0"
(N) UTILITY PLAN 1
REF. N
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(N) PATH OF TRAVEL DIAGRAM 2
REF. N
3/8" = 1'-0"
ENLARGED DOOR LANDING AREA 3
311 W Tenth St Unit
#22/26/2025
Planning & Building Agency
Building and Safety Division
20 Civic Center Plaza
P.O. Box 1988 (M-19)
Santa Ana, CA 92702
(714)-647-5800
www.santa-ana.org
GRADING PERMIT
REQUIREMENTS FOR
DETACHED ADU PROJECTS
PCC-15
REV: 09/03/2020 Page 1 of 1
A grading permit is required for all new detached buildings including new detached Accessory
Dwelling Unit (ADU) projects. Grading plans prepared and stamped by a registered professional
engineer shall be submitted for approval prior to issuance of the building permit, and shall be
required to be submitted before or concurrently with the architectural plans submittal to the
Building Safety Division.
Grading Permit Exemption: Residential detached Accessory Dwelling Unit (ADU) projects that
meet all of the following may be exempted from grading permit requirements:
1. The maximum amount of soil being moved is less than 50 cubic yards. The soil quantities
shall be calculated by a California registered professional civil engineer
2. A site drainage plan prepared by a California registered professional civil engineer shall
be provided with the following minimum information, but not limited to:
a. Plan(s) shall be stamped, signed and dated by a California registered civil engineer
b. Location of all existing and proposed structures, property lines, right-of-way lines,
and easements, including dimensions and setbacks
c. Drainage slopes and flow patterns
d. Drainage system such as swales, french drains, water collection and disposal
system, etc.
e. Drainage plan shall indicate how the site grading or drainage system will manage
all surface water flows to be diverted away from buildings and adjoining property
lines, in accordance with all applicable codes
f. The grade shall fall not fewer than 6 inches within the first 10 feet from the
foundation wall. Where lot lines, walls, slopes or other physical barriers prohibit 6
inches of fall within 10 feet, drains, or swales shall be constructed to ensure
drainage away from the structure. Impervious surfaces within 10 feet of the building
foundation shall be sloped not less than 2 percent away from the building.
3. A final certification letter from the professional engineer of record stating that the grades
were constructed per the approved site drainage plan, shall be submitted to the building
inspector prior to final inspection
4. The “Detached ADU Grading Permit Exemption Checklist” shall be completed by the
California registered professional civil engineer and shall be made a part of the building
plans.
5. The site drainage plan and the completed checklist shall be required at the time of
architectural plans submittal as part of the building plans package.
The building official reserves the right to require a grading plan based on site conditions. This
grading permit exemption does not apply to projects in the FEMA Flood Zone.
311 W Tenth St Unit
#22/26/2025
Planning & Building Agency
Building and Safety Division
20 Civic Center Plaza
P.O. Box 1988 (M-19)
Santa Ana, CA 92702
(714)-647-5800
www.santa-ana.org
DETACHED ADU -
GRADING PERMIT EXEMPTION
CHECKLIST
PCC-16
REV: 11/10/2020 Page 1 of 1
THIS FORM SHALL BE COMPLETED BY A CALIFORNIA REGISTERED CIVIL ENGINEER.
Instructions: In order to qualify for the grading permit exemption for detached Accessory
Dwelling Unit (ADU) projects per handout PCC-15, the registered civil engineer of record shall
complete all sections, check all boxes and sign the certification section below. A copy of this
checklist shall be attached to each of TWO sets of plans. If answering NO to any of the
questions, a grading plan and permit shall be required.
Project Address:
Yes No
1. ☐ ☐ I have verified that the project address is NOT located on a FEMA designated
flood zone (Zone A or AE).
2. ☐ ☐ I have provided two sets of site drainage plans that is stamped, signed and
dated by a California professional civil engineer, to be submitted with the
building submittal package.
3. ☐ ☐ I have calculated the total amount of soil being cut or filled on this project is less
than 50 cubic yards.
4. ☐ ☐
The site drainage plans include the following, but not limited to, location of all
existing and proposed structures, property lines, right-of-way lines, and
easements, including dimensions and setbacks; drainage slopes and flow
patterns, drainage systems such as swales, french drains, water collection
and disposal systems, etc.
5. ☐ ☐ I have designed drainage such that surface water flows away from buildings and
adjoining property lines, in accordance with all applicable codes.
6. ☐ ☐ I have designed grading such that it will not adversely affect the adjoining
properties.
7. ☐ ☐
I have designed the grade to fall not fewer than 6 inches within the first 10 feet
from the foundation walls except where lot lines, walls, slopes or other physical
barriers prohibit 6 inches of fall within 10 feet, I have designed drains or swales
to ensure drainage away from the buildings. Any impervious surfaces within 10
feet of the building foundation are sloped not less than 2 percent away from the
building.
8. ☐ ☐ I will provide a final certification letter stating that the grades were constructed
per the approved site drainage plan, and will submit this certification letter to the
building inspector prior to final inspection.
I certify under penalty of perjury under the laws of the State of California that the above is true:
Print Name: Signature:
Licensed Number: Date:
Phone Number: Email Address:
311 W 10th St. Unit #2, Santa Ana, CA
Jirayus Pukkanasut
RCE 73728 9/16/24
714-723-9703 jchunhacha@yahoo.com
311 W Tenth St Unit
#22/26/2025
SANTA ANA CITY COUNCIL
Mayor
vamezcua@santa-ana.org
Mayor Pro Tem, Ward 1
tphan@santa-ana.org
Ward 2
bvazquez@santa-ana.org
Ward 3
jessielopez@santa-ana.org
Ward 4
pbacerra@santa-ana.org
Ward 5
jryanhernandez@santa-ana.org
Ward 6
dpenaloza@santa-ana.org
MAYOR
Valerie Amezcua
MAYOR PRO TEM
Thai Viet Phan
COUNCILMEMBERS
Phil Bacerra
Johnathan Ryan Hernandez
Jessie Lopez
David Penaloza
Benjamin Vazquez
CITY OF SANTA ANA
PLANNING AND BUILDING AGENCY
20 Civic Center Plaza ● P.O. Box 1988
Santa Ana, California 92702
www.santa-ana.org
INTERIM CITY MANAGER
Alvaro Nuñez
CITY ATTORNEY
Sonia R. Carvalho
CITY CLERK
Jennifer L. Hall
August 4, 2024
Also sent via email to: won@dgbamerica.com
YCU LLC
318 W. Fourth Street
Santa Ana, CA 92701
Subject: Address Assignment for a Detached Accessory Dwelling Unit located at 311 West
Tenth Street (APN: 398-552-10) in Santa Ana, CA
Dear Won,
The City of Santa Ana Planning and Building Agency (PBA) is the responsible agency for legal
addressing within the City of Santa Ana’s jurisdiction. This letter confirms the address assignment
for an 800-square-foot detached ADU located at 311 West Tenth Street (APN: 398-552-10).
Notice is hereby given that the following assigned address shall be posted onsite per the approved
address plan, attached hereto as Exhibit A.
Address to be Activated/Posted
To subdivide commercial and/or residential units into multiple units, a building permit (and all other
associated permits), plans, and inspection approvals by the PBA are required. The address will
be verified during inspections by the Building Safety Division.
Please update your records accordingly. Should you have any questions, feel free to contact me
by phone at (714) 664-2753 or by email at PRaj@santa-ana.org.
Sincerely,
Punkaj Raj
Planning Technician
Exhibit A – Address Plan
311 W Tenth St Unit
#22/26/2025
Address Letter for 311 West Tenth Street
Page 2 of 2
c:
Vencent Quaglia, United States Post Office
Chris Tuiolosega, United States Post Office
Cipriano Corona, Marketing Manager, United States Post Office
Alex Alvarez, Postmaster Santa Ana, United States Post Office
Federal Express, Administration
Cathy Joseph, Garden Grove Unified School District
Christine Hy, Garden Grove Unified School District
Cathy Slader, Orange Unified School District
Orin Williams, Santa Ana Unified School District
Yvette Miranda, Santa Ana Unified School District
Cristina Bernal, Tustin Unified School District
Mishele Richards, Orange County Fire Authority, GEO Files Coordinator
Orange County Fire Authority
Neal Kelly, Registrar of Voters
Members, Board of Supervisors
Southern California Gas Company
Southern California Edison Company
Claude Parrish, County Assessor's Office
SAG, AT&T
UPS, Administration
City Manager’s Office
Beverly Martin, Police Community Services Specialist
Boris Duran, Police Systems Manager
Jennifer Mendoza, Police Communications Manager
Chris Hubbard, Police Systems Support Analyst
Alejandra Gutierrez, Treasury & Customer Services Manager
Hector Jimenez, Revenue Supervisor
Alfonso Chavez, Utilities Customer Services Supervisor
Judson Brown, Housing & Neighborhood Development Manager
Rudy Rosas, Principal Civil Engineer
Zdenek (Zed) Kekula, Principal Civil Engineer
Jason Kwak, Building Safety Manager
Evelyn LaRocca, Permit Supervisor
Kathy Hernandez, Permit Technician
Julie Amsden, Permit Technician
Ali Pezeshkpour, Planning Manager
Jerry Guevara, Senior Planner
Alvaro Nunez, PBA Assistant Director and Code Enforcement Manager
311 W Tenth St Unit
#22/26/2025
EXHIBIT A:
ADDRESS LETTER
W. TENTH STREET
(N) ADU311 W. TENTH
STREET, UNIT 2
(E) SINGLE-FAMILY
DWELLING
311 W. TENTH STREET
311 W Tenth St Unit
#22/26/2025
STRUCTURAL CALCULATIONS
for
Proposed Detached ADU
311 West 10th Street
Unit #2
Santa Ana, CA
92701
October 20, 2023
PNP Engineering, Inc.
17671 lrvine Blvd, Suite 113
Tustin, CA 92780
949-351-5020
311 W Tenth St Unit
#22/26/2025
311 W Tenth St Unit
#22/26/2025
311 W Tenth St Unit
#22/26/2025
311 W Tenth St Unit
#22/26/2025
311 W Tenth St Unit
#22/26/2025
311 W Tenth St Unit
#22/26/2025
311 W Tenth St Unit
#22/26/2025
311 W Tenth St Unit
#22/26/2025
311 W Tenth St Unit
#22/26/2025
311 W Tenth St Unit
#22/26/2025
311 W Tenth St Unit
#22/26/2025
311 W Tenth St Unit
#22/26/2025
311 W Tenth St Unit
#22/26/2025
311 W Tenth St Unit
#22/26/2025
311 W Tenth St Unit
#22/26/2025
311 W Tenth St Unit
#22/26/2025
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2 Santa Ana 92701311 W 10th St.
• NEW CONSTRUCTION OF 1-STORY, 800 SQ.FT. DETACHED ACCESSORY DWELLING UNIT (ADU), CONSISTING OF THREE BEDROOM(S) AND TWO
BATHROOM(S).• REMOVE (E) WINDOW AWNING, (E) WINDOW MOUNTED AIR CONDENSOR UNIT FROM (E) PRIMARY RESIDENCE TO MEET CURRENT CODE.
1,127 SF 800 sf 1,927 SF 1 n/a
✔
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Won Chang
312-388-6642 / 224-245-1145 won@dgbamerica.com
08/30/2024
311 W Tenth St Unit
#22/26/2025
311 W Tenth St Unit
#22/26/2025